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Hot-Mix Asphalt and Flexible Pavement Design: the MEPDGHot-Mix Asphalt and Flexible Pavement Design: the MEPDG

Kevin D. Hall, Ph.D., P.E.Professor and Head, Dept. of Civil Engineering

University of Arkansas

Flexible Pavement Research Symposium

Denver, Colorado -- February 18, 2009

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The Plan for Today…

• A Stroll Down Memory Lane(where we’ve been)

• A Look Up the Road(where we’re going)

• A Peek at Arkansas’ MEPDG Efforts(how we are trying to get there)

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Memory Lane: the AASHO Road Test (late 1950s)

(AASHO, 1961)

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Memory Lane: AASHTO Pavement Design (Current – 1993 Edition)

07.8log*32.2

)1(

109440.0

5.12.4log

20.0)1(log*36.9*log 10

19.5

10

101810

RoR M

SN

PSI

SNSZW

Flexible pavement design: the answer is structural number (SN)

Then you break SN into layers:

SN ≤ (aACHM * dACHM) + (abase * dbase)

The design is layer thickness

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Looking Ahead: M-E Pavement Design

Climate

Traffic

Materials

Structure

DistressResponseTime

Damage

Damage Accumulation

Level 1: I know a lot about this input…Level 2: I know some about this input…Level 3: I know very little about this input…

Looking Ahead: MEPDG

• Distress Prediction Models– Fatigue Cracking– Rutting– Thermal Cracking– IRI

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Looking Ahead: National MEPDG Efforts

• FHWA Design Guide Implementation Team (DGIT)• NCHRP

– 1-37: Development of M-E Design Guide

– 1-39: Traffic Data Collection, Analysis, and Forecasting

– 1-40A: Independent Review of MEPDG

– 1-40B: User Manual and Local Calibration Guide

– 1-40D: Technical Assistance to NCHRP 1-40A

– 1-41: Models for Predicting Reflection Cracking of HMA Overlays

– 1-42A: Models for Predicting Top-Down Cracking of HMA

– 1-47: Sensitivity Analysis of the MEPDG

– 9-30: Experimental Plan for Calibration & Validation of HMA Performance Models

– 9-30A: Calibration of Rutting Models for HMA

– 9-44: Development of Work Plan for Validating Endurance Limit for HMA

• “Lead States” activities

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A Quick Peek at Arkansas’ Efforts

• Sensitivity Analyses• Materials Inputs

– HMA Dynamic Modulus– Unbound (Soil & Aggregate) Resilient Modulus

• Traffic Inputs• Design Studies• Local Calibration

– Database / Support Software Development– Section I.D.– Data Collection– Analysis

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Arkansas: Dynamic Modulus (E*)

• Level 1 Catalog

• Validation of Level 3Prediction Models

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Arkansas: Dynamic Modulus (E*)

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Arkansas: Binder (DSR)

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Arkansas: Traffic

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Arkansas: Database Development

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Arkansas: HMA Database

• HMA Design– Binder Conventional

– Brookfield

– DSR

– Mixture Properties

– Dynamic Modulus

– Creep Compliance

– Indirect Tension

• Construction– Core Thickness

– Bulk Gravity

– Max Gravity

– Binder Content

– Binder Grade

– Volumetrics

– Aggregate Gradation

– Compaction

• HMA Performance– Cracking

– Rutting

– IRI

• Other – FWD/GPR Tests

– Friction Results

• Maintenance – Crack Sealing

– Patching

– Seal Coats

– Milling

– Overlay

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Arkansas: MEPDG Calibration

“The calibration and validation of the performance prediction model is a mandatory step…to establish confidence in the design and analysis procedure and facilitate its acceptance and use.”

Calibration: the mathematical process through which total (residual) error – the difference between observed and predicted values of distress – is minimized.

Validation: the process to confirm that the calibrated model can produce robust and accurate predictions for cases other than those used for model calibration.

NCHRP 1-40: Recommended Practice for Local Calibration of the Mechanistic-Empirical Pavement

Design Guide

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1. Select Hierarchical Input Level for Each Input Parameter

2. Develop Experimental Design and Matrix

3. Estimate Sample Size for Each Distress Model

4. Select Roadway Segments

5. Extract and Evaluate Roadway Segment/Test Section Data

6. Conduct Field Investigations of Test Sections to Define Missing Data

7. Assess Bias for the Experimental Matrix

8. Determine Local Calibration Coefficient to Eliminate Bias of Transfer Function

9. Assess Standard Error for Transfer Function

10. Improve Precision of Model: modify coefficients and exponents of transfer functions

11. Interpretation of Results: decide on adequacy of calibration coefficients

Arkansas: MEPDG Calibration

• Sample size (minimum)– Distortion (total rutting or faulting) 20 roadway

segments– Load-related cracking 30 roadway segments– Non-load-related cracking 25 roadway

segments– Reflection cracking (HMA only) 15 roadway segments

• Roadway Segment / Condition Surveys– At least 3 condition surveys available for a roadway segment– Condition surveys cover at least 10 years– Increased number of surveys for higher levels of distress– Range of distress magnitudes – minor to “close to” design criteria– Distress definitions/measurements consistent with MEPDG

(Data Collection Guide for Long Term Pavement Performance)

Arkansas: MEPDG Calibration

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A Long-Term Effort???

THANK YOU !!!